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1632 Beach Ave- Coughlin 2009 29'-1 l 26'-4y2" 5'-4„ y„ 2 A S-8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - { I I I . ry .. 4„ I z OQ - ---- -- -- - - -- ---- -------- -- - - -- -- - -1 �s r— FLOOR GIRDER OE — P FCO if , , I I _ I I oI 1 1 1 1 1 1 1 EQ A� PAS I I Ir S II 0 I I O I OP FO W . 0 W 0I I I STAT F MING . . o. I ILIJ o l l l l l l l l l l l l ILII (nom II I o ) . WLi. . . . . WO II I I I I I I I I I I I II I I II N II I _ II N I I ® - - - - - I I II II II II II { I II A II SEE SHEET S-5 FOR II { I I I FRAMING THIS AREA I I LOW ROOF { I II II IL II { I II I -- ------ - - - -J - - - - --- - - -- -- - - -- -- - - - ---- ------ 2X6 STUQS W/ "RSP4" STUD TIES TOP AND 56'-4" BOTTOM ECERY OTHER STUD — TYPICAL CONT 2X6 BOTTOM PLATE W/ 1/2"0 LAG BOLTS ® 32" C/C CONT 2X10 LEDGER -W/ 1/2"0 LAG . . BOLTS C STAGGERED TOP & BOT 1//2„0 "LSU26” FACE HANGER TYPICAL DER 2X6 RAFTER @ 24" C/C SECOND FLOOR TOWER FLOOR FRAMING PLAN LAN (TOP OF FLOOR ELEV = 19'-2 1/2") OL TOP OF_PLYWD. FLOOR Z SCALE: 1/4" +13'-6 1/4" 4! 2X6 CLG JST ® 24" C/C NOTES 1. SEE SHEET S-7 FOR GENERAL 2. VERIFY ALL DIMENSIONS WITH # 3. REFERENCED FINISHED FLOOR TYPICAL CONT. DBL BOND BEAM REFER TO DETAIL "A/S-2" ,DER CONT 2X6 NAILER WITH 2"�d _ING JOISTS @ 24" C/C EXP. ANCHORS @ 24" C/C t+: { LEGEND 6" FACE HANGER TYPICAL GUEST FLOOR - _ TOP_ OF PLYWD. FLOOR ® P.T. 6X6 WOOD POST 7 +8'-10 y2„ - EXTERIOR LOAD BEARING WAL 8" CMU WALL WITH FILLED 4 STUDS @ 16" C/C TYPICAL LINTEL SEE DETAIL "A/S-1" AT XX" C/C MAX REFER TO INDICATES SHEAR WALL WITH W/ NAILS ® 8" C/C IN THE DOUBLE FLOOR JOIST BELOW �' •� "HTT22" HOLDDOWN LOCATIO SECTION PRE—ENGINEERED PREFAB W N.T.S. S-4 ROOF RAFTERS 29'-11y" 26'-4Y2" - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - } } NOTE: CUT "TAILS" OF 2X12 SLOPED ix} 0 RAFTERS TO 2X6 OUTLOOKERS TYPICAL ALL AROUND I 6X6 WOOD POST CONT FROM BELOW GLU-LAM I 0 z BEAM TO FIRST FLOOR L� , SLAB (TYPICAL FOR 3 TOWER FLOOR LOCATIONS SEE SHEET S-4 FOR i FRAMING THIS AREA 2X6 CEILING JOIST 0 24" C/C W OO I I W/ "LU26" FACE HANGERS ON I GLU-LAM BEAM LTJ I 2X12 SLOPED ROOF RAFTERS @ 24" C/C 1 = 2X10 CEILING JOISTS - REFER TO DETAIL "A/S-5" S_6 (n 0 I } PROVIDE P.T. 2X10 LEDGER W/ I 1/2"0 LAG BOLTS STAGGERED LTJ I Lu a } AT 16" C/C TOP AND BOTTOM W Q O N "MEG5" TOP LA GE USE (2) 2X10 BLOCKING BETWEEN (n J I 7 j HANGER STUDS - TYPICAL I � } I I } N 2112 RID E EAM 5 1/8"X15" GLU- M B M Lo I BRG ELEV 22'- 1/4' N 2X6 OUTLOOKERSAT 24" C/C Iin II N (2) 2X12 TYPICAL N A OUND DPENING I n II 2X12 SLOPED ROOF RAFTERS ® 24" C/C 2X12 SLOPED ROOF RAFTERS 0 24" C/C 2X10 CEILING JOISTS - REFER TO DETAIL "A/S-5' 2X6 CEILING JOISTS - REFER TO DETAIL "A/S-5" SIMILAR X X 04 N I N IL L I PROVIDE "A44" ANGLES NOTE: CUT "TAILS" OF 2X12 SLOPED AT INSIDE AND OUTSIDE RAFTERS TO 2X6 OUTLOOKERS TYPICAL ALL AROUND CORNERS TYP. P. 6X8 REFER TO "BEAM TO POST" DETAIL "D/S-8" TYPICAL 56'-4" 2x12 RIDGE 'SEAM. USE (2) SIMPSON LOW ROOF FRAMING (BEARING ELEVATION 22'-7 1/4") MTS 12 EA E'EN D TYP. FOR HIP m z SCALE: 1/4" = 1'-0" NOTES "LSSU 210" LIGHT SLOPEABLE 1. SEE SHEET S 'U' HANGAR BY "SIMPSON". 2. VERIFY ALL D 3. REFERENCED 4. PROVIDE DOU 2X12 SLOPED ROOF RAFTERS 5. DESIGN CANTI AT 24 C/C AND LL = 7 12 REFER TO PLANS SPACING @ 1 6. REFER TO LO 7. FOR FRAMED 1/2"0 THRU E30LT AT EACH RAFTER/CEILING JOIST TYPICAL LEGEN 2X10 CEILING JOIST ® EACH RAFTER (24" C/C) _. TOP ® P.T. 6X6 W (P. EXTERIOR L C - - _ —� EXTERIOR L ORIZONTAL PROJECTION HORIZONTAL PROJECTION SPAN ROOF RAFT LOW ROOF CONVENTIONAL ROOF FRAMING SECTIO rA NOT TO SCALE S-5 (2) 2X12 SLOPED ROOF RAFTER 0 f4'-0" C/C 2X6 OUTLOOKERS CENTERED BETWEEN REFER TO ARCH DWG FOR (2) 2X12 RAFTERS SIMILAR OPPOSITE HAND EXACT PLACEMENT & SPACING 2X8 RAFTERS @24" C/C 26'-4Y2" 5'-4" 2X6 OUTLOOKER .LER - - - - -- - - - - - -- - - UE BOLTS - - - - - - - -- - - - - - - - - 1 � O0 (2) 2X8 (2) 2X8 (2) 2X8 (2) 28 (2) 2X8 (2) 2X8 (2) 21X z CN ' I © TOWER FLOOR Q RAFTERSOF _ TOP OF PLATE U) ry 0 24" C +26'-1 1 1/2" L'- _ o TYPICAL LJ- I DBL 2X6 TOP PLATE LLJ 0 LO LTJ 0 "RSP4" STUD TIE _ n,� 1 TOP AND BOTTOMS-6 2X6 0 16" C/C2X8 CUT TO 06 ' W O 2X6 CONT WZ 1/2"0 LAG 2X6 OUTLOOKER BOLTS ® 32 C/9V) J 2 2X8 2 2X8 2 21 2 2 X 8 2 2X8 2 2X8 2 RDC "RSP4" FRAMING ANCHOR TOP AND BOTTOM AT EACH :H STUD - TYPICAL SECOND FLOOR - - - _ TOP OF PLATE 2X6 CONT & +22'-7 1/4" 2X6 OUTLOOKER Ji X6 BLOCKING (2) 2X12 SLOPED ROOF RAFTERS W/ TAILS CUT TO 2X6 OUTLOOKERS W/ 2X10 COLLAR TIE "SANDWICH" BETWEEN 2X6D® 24' C/C 2X12 RAFTERS W/ (2) 1/2"0 THRU BOLTS EACH END TYPICAL TOWER FLOOR TOP OF PLWD. FLOOR FOR ROOF FRAMING THIS AREA (SIMILAR OPPOSITE HAND) +19'-2 Y2" REFER TO SHEET S-5 A S-8 MING SECTION 4N.T.S. S-6 HIGH ROOF FRAMING PLAN (BEARING ELEv = 26'=11 1/2") 2 SCALE 1/4" <12 WOOD FILLER W/ !) 1/2-0 THRU BOLTS FLORIDA BUILDING CODE, 2004 ROOF RAFTERS N DESIGN PRESSURES FOR COMPONENTS & CLADDING IGS FOR SPACING I I I • • I � BUILDING DATA JOB INFORMATION Company ZEBOUNI,PA I i = Wind Velocity(mph) 120 ADEEM Importance Factor 1.00 prepared By NNADEEM ZEBOUNI,PE U Exposure Category C Directionality Factor(kd) 0.85 Job D Name JIM DUPREE ARCHITECT Internal Pressure Coefficient 0.18 Job Description OSBOURNE-COUGHLIN W RESIDENCE Mean Roof Height(ft) 30.00 3X 12 RIDGE BEAM Building Width(ft) 36.00 ATLANTIC BEACH,FL 71.00 Job Number 6049 - Building Length(ft) ----- • Roof Slope (x:12) 8.00 • N WALL OPENINGS 0 TEN = OPENINGOPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE 2X10 COLLAR TIES, SANDWICH BETWEEN ft (2) 2X12 SLOPED RAFTERS W/` EN MARK DESCRIPTION ZONE ELEV. WIDTH inches HEIGHT inches PRESSURE PRESSURE 101-106 WINDOW 4 8.00 30.0 72.0 30.6 -38.4 THRU BOLTS AT EACH END Q 101-106 WINDOW 5 8.00 30.0 72.0 30.6 -46.7 ,_ NOTES LLI i • 107-118 WINDOW 4 8.00 36.0 72.0 30.2 36.0 12 WOOD FILLER W/ w 107-118 WINDOW 5 8.00 36.0 72.0 30.2 -45.9 1/2"0 THRU BOLTS U' 11 .7 3 9 WINDOW a s.00 36.0 56.0 308.6 1. SEE SHEET S-X FOR GENERAL NOTES AN 129 WINDOW 4 5.50 36.0 60.0 30.6 -38.4 2. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL 3. REFERENCED FINISHED FLOOR ELEVATION = 0' 101 DOOR 5 4.50 1 36.0 108.0 29A -43.9 4. REFER TO ARCHITECTURAL DRAWINGS FOR TRU 102 DOOR 4 7.00 36.0 96.0 29.6 37.3 5. ALL EXTERIOR WALLS ARE 2X6 ® 16" C/C TY 107 GARAGE DOOR 4 3.50 108.0 84.0 27.6 45.1 6. FOR FRAMING AROUND WINDOW AT WEST GAB TALL TYP. 109 DOOR 5 3.50 32.0 84.0 30.1 -45.7 DETAIL ON SHEET "S-8" HEADER SIZE = (3 115&117 DOOR 4 7.00 36.0 96.0 29.6 37.3 16d NAILS @ 8" C/C STAGGERED TOP AND B 116 DOOR 5 7.00 36.0 96.0 29.6 -44.5 RIZONTAL PROJECTION HORIZONTAL PROJECTION 122-125 DOOR 5 2.80 32.0 68.0 30.5 -46.7 201-203 WINDOW 4 14.50 30.0 72.0 30.6 -38.4 SPAN 204&205 DBL WINDOW 4 20.00 60.0 60.0 31A 37.2 206 WINDOW 5 19.00 36.0 72.0 31.7 -45.9 207 WINDOW 4 19.00 36.0 72.0 31.7 36.0 208-215 WINDOW 4 19.50 36.0 60.0 32.3 36.4 216&217 WINDOW 4 20.00 30.0 48.0 33.3 39A 218&219 WINDOW 4 14.50 36.0 72.0 30.2 38.0 207 DOOR TO PORCH 4 15.50 32.0 96.0 30.0 37.6 DNVENTIONALHIGH ROOF FRAMING SECTION 2 301 TOWER WINDOW 4 27.50 30.0 36.0 35.7 39A N.T.S. 301 TOWER PORCH DOOR 4 23.50 72.0 96.0 31.0 35.7 S_6 Width of End Zone(a)in feet=3.6 ION), ATTIC, NDS, AWPA & APA, Wood: MASONRY NOTES: 'S, AISI, ANSI, AITC, CRSI LUMBER: WOOD CONSTRUCTION IN ACCORDANCE WITH CHAPTER 23 OF THE FLORIDA BUILDING CODE. 1. NOMINAL MASONRY DIMENSIONS ARE INDICATED RATHER THAN ACTUAL DIMENSIONS. (EMBER UNDER STUDS: SPRUCE, PINE FUR, MC19, No. 2 U.O.N. 1/2" 501.6 SHALL NOT ALL OTHERS: SOUTHERN YELLOW PINE, MC19, No. 2 'HE ENGINEERED WOOD PRODUCTS: 2. MINIMUM MASONRY STRENGTH fm SHALL BE 1500 PSI. LVL GP-LAM 2.0E (FL. PROD. APP. NO. FL2023.1) 3. GROUT FILL SHALL A HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS PROVIDE MOISTURE PROTECTION FOR EXTERIOR USE. OR MEET ASTM C476. ONLY FLOOR SHEATHING: )ES. USE 3/4" THICK APA APPROVED T&G GLUED STURD-I-FLOOR 4L ISSUES. FOR ALL FLOOR SHEATHING. CONC. FILLED CELL W/ #5 EXTERIOR WALL SHEATHING: VERTICAL ® 48" C/C MAXIMUM. AND MINIMUM 3/8" THICK "HARDIE" SHEETS. (1) #5 IN EACH CELL EACH SIDE ?0 PSF (w/ CODE REDUCTIONS) ROOF AND INTERIOR SHEAR WALL SHEATHING: OF OPENINGS LESS THAN 48" AND 40 PSF 7/16" THICK APA APPROVED FOR ALL ROOF SHEATHING & (1) #5 IN TWO CELLS EACH SIDE \ 30 PSF WALL PANELS. OF OPENINGS GREATER THAN 48" EXTERIOR SHEATHING FASTENING: 04 120 MPH FOR ROOF: 1.0 FASTEN 7/16" THICK SHEATHING WITH 8d COMMON NAILS ON 6" CENTERS OF SUPPORTED EDGES (IN THE SEAMS) AND AT 12" ON INTERMEDIATE SUPPORTS. COMPACT I REDUCE NAIL SPACING TO 4" ON CENTERS AROUND OPENINGS. 95% OF AST +-0.18 (ENCLOSED BLDG.) 8" CLOSE END CMU FILLED CELL 3EE SHEET S-6 FOR INTERIOR SHEAR WALLS BLOCK REINF. W/ FASTEN 7/16" THICK SHEATHING WITH 8d COMMON NAILS ON 6" CENTERS 9 GA TRUSS TYPE OF SUPPORTED EDGES (IN THE SEAMS) AND AT 12" ON INTERMEDIATE SUPPORTS. DUR-O-WALL cz== TYPICAL EXPA 2500 PSF (ASSUMED) REDUCE NAIL SPACING TO 4" ON CENTERS AROUND OPENINGS AND REINFORCING 16" O.C. 0 EMPLOY AN INDEPENDENT ALONG DOUBLE TOP PLATE. NOT TO SCALE ARTHWORK OPERATION FOR EXTERIOR WALLS CONC. FILLED CELL W/ 3-#5 :CAVATIONS TO INSURE AND FASTEN HARDIE BOARDS WITH 8d COMMON NAILS ON 4" CENTERS @ CORNERS, CONT. FROM FOOTING 3S AND SLABS OF SUPPORTED EDGES (IN THE SEAMS) AND AT 8" ON INTERMEDIATE SUPPORTS. N LOADS. REDUCE NAIL SPACING TO 4" ON CENTERS AROUND OPENINGS AND TO TOP OF WALL W/ MIN. OF 25" LAP ALONG DOUBLE TOP PLATE IN ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. 28 DAY FASTENERS: PER TABLE 2306.1 FBC U.O.N. INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER OF GUN NAILS MUST MEET COMMON NAIL SPECIFICATIONS 4" CONC. SLAB 3000 PSI FOR FRAMING APPLICATIONS. 4000 PSI MACHINE BOLTS TY P STEM WALL DETAILS 3000 PSI A. ASTM A615, Grade 60 EXTERIOR WALL COVERINGS: PER TABLE 2308.0.1 FBC. 40 BAR DIA. FRAMING ANCHORS: NOTED ON PLANS BY "SIMMM"AY307 ZMAX" COATING OR ENGINEER NOT TO SCALE S_7 ,~ 48 BAR DIA. APPROVED EQUAL. ASTM A185 MISCELLANEOUS NOTES: 6 INCHES 1/IN MONOFILAMENT A. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS #5 CONT. 4" CONC. SLAB W/ 3/4 LB. PER CUBIC YARD REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE & 6X6 - W1.4XW1.4 WWF MATS f-' CO PLUMB UNTIL THE ENTIRE STRUCTURE IS ERECTED. BRACING SHOWN ON DRAWINGS ON 6 MIL VAPOR BARRIER 95% IUM COVER IS FOR THE COMPLETED STRUCTURE ONLY. B. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL TOP OF SLAB 3" ELECTRICAL, AND PLUMBING EQUIPMENT SHALL BE VERIFIED EL. = 2'-4" WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK. 2„ C. COMPATIBILITY WITH OTHER METALS: 11/2" COPPER STEEL SHALL OR BE END S N DIRECT CONTACT WITH METALIC » ;: I I I I I) I I I I ( BEND TOP 2'-0" INTO SLAP POSITION COATED 1 2 E J IE - W/ STD HOOK TYPICAL C 0 WITH ACI 315 D. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. / I I I-I I M E. IF FOOTING ELEVATIONS SHOWN OCCUR IN DISTURBED, UNSTABLE III-_III-_) I NOT TO SCALE AATERIAL WHERE SLAB ON GRADE & FND. OR UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. III=) I I_f- COMPACTED FILL TO )INT MATERIAL AT WALLS OR OTHER F. ALL LUMBER SHALL BE IDENTIFIED BY THE GRADEMARK 01= AN APPROVED LUMBER 95% OF ASTM D1557 OR NOTED. GRADING OR INSPECTION BUREAU OR AGENCY. . G. ALL TREATED WOOD SHALL BEAR AN APPROVED AWPB QUALITY MARK OR THAT TOP OF SLABI— OF AN APPROVED INDEPENDENT INSPECTION AGENCY. EL. = 0'-0" A. ASTM C90, f'm=1500 PSI » - - - ADD CORNER REINFORCEMENT ADD CORNER REINFORCEMENT ASTM C270, TYPE SI-I I=I i(-_III TYP. # 5 VERT. IN CONC. FILLED T & B ON ALL CONT. BARS. T & B ON ALL CONT. BARS. ASTM C476 4" CONC. SLAB W/ TNG, PRE—MIXED TYPE CONSISTING 6X6 — W1.4XW1.4 WWF ATS' l_) I I-III—) I II I) I CELLS SEE DETAILS THIS SHEET COMPRESSIVE STRENGTH =1 i DIAMETERS COMPACTED FILL TO 8" BLOCK FOUNDATION 48 BAR 95% OF ASTM D1557 WALL FILL ALL CELLS ASTM A-82 9 Ga. MINIMUM, LADDER TYPE W/ CONC. TRY WALLS SHALL REMAIN IN PLACE TOP OF FTG. OF THE WALLS UNTIL ; _ EL = (-) 2'-8" "a '":'�_' CF-2.0 REFER TO SHEET "S-1" FOR FOOTING SIZE & REINF. SIMPSON WEDGE BOLT OR ENGINEER APPROVED EQUAL. -I I (__) I I=) LI=III=_III- (FL. APPROVAL #FL4 2.4 w/ LIMITATIONS) -) I I-I -I �) I I SIMPSON SET EPO � I I=I � I-I � 1- SEE PLAN AND/OR SCHEDULE OR ENGINEER APPROVED EQUAL FOR FTG. REINFORCEMENT. (FL. APPROVAL #FL402.3 w/ LIMITATIONS) STEP SECTION K CONTINUOS FOOTING C NOT TO SCALE S-7 NOT TO SCALE WWF Z WW1_ (1) #5 CONT. #5 CONT w SLOPE _ M Ri4 Z _e__-7 4 , -III-III-III- ! H „ 00 TT22 I=I ( =II - i 12» -� I--1 'LU I I - 12" ' ' -111-- o JAT VAPOR BARRIER SEE PLAN 3) 5 CONT. W/3 ® 24 C/C TRANS. COMPACT95% OF EDTM I L TO ( � DRILL 5/8"0 HOLE, CLEAN, &COMPACTED FILL TO - COMPACTED FILL TO I I FILL w/ EPDXY & 1/2 0 95% OF ASTM D1557 95% OF ASTM D1557 THREADED ROD DRI CLFj MIN. STEPPED SLAB THICKENED SLAB THICKENED EDGE SLAB SECTION J SECTION H SECTION SHEAR WALL HOLD F WOOD- NOT TO SCALE _7 S_7 NOT TO SCALE c NOT TO SCALE NOT TO SCALE S-7 ��S DOWN DETAIL -7 J J NOT TO SCALE THIS DRAWING IS THE ON WITHOUT THE EXPRESSED WRITTEN PERMISSION OF NADEEM G. ZEBOUNI, P.A. IS PROHIBITED. Al NSTRUMENT OF SERVICE AND PROPERTY OF NADEEM G. ZEBOUNI, P.A. ANY USE OR REPRODUCTI LL RIGHTS OF DESIGN AND INVENTION ARE EXPRESSLY RESERVED. -o o � n-n = 1 v) o N r*1 r .Zrn7 �D po SDN � O �W X Nmr2� -IZ C7 OO Ori O G 1 � rn cn z o z= Z o o z c-) c� zcn �rnm W � � D p �Nm D D S M m c o r� cn r 10,_0„ MAX. 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Y-0- 44 V .lvB 9 `.; � °H.tF�° �'vFF P pBggvH°aP"':°§FL y: V. - s.- eB3t=a t g,E r ��Ba,ra`'NB i _'' e' ` ��°` n pre�!tt s ` , �; "� FI"•t�` Bt `sR °"• €sap r �' - I f140 BR€e t4ae s� tag,. qa e. �6.p'F_ S t p.'. ,r,{•�6Bs,. ,x a aFwius: �s ssa<. t §4 s a�° , Fsp,. ,galea.. as p nnuuP:pu>• aPe€eBBH��all s� tawwli� o '_ � �Hsa?rst H F�€ �N r••• 's�aut �B6sa. iwt ° ��€��"",y ti.. p 9 ,. �� .a �`�pBrg � r �`HBa a�` F§€ �� �#��' °"""";�„ 4� .. ',F„ , °�ag^FBa: aatp,,.Igg,ppa,HB,tisHH ° .tHa "�.k• saE �t #F 4r +-ipp�„aBpapFAalpppx. o-p . .. .pFasa•t•�'� a. a ...,.,.. ppspp�. a "HPWpHveR9repppv� F ae°fro I 110MMINAN fill aFs"� °Bpt' a ' GRADE ELEVATION MARKS BASED ON GRADE AT BUILDING PERIMETERB� ' s a �8' AND THE FIRST FINISHED FLOOR LEVEL AT THE LOWER ENTRY BEING Q ING �c g g mtB 4 .. :9 p�p at _ p -rpp to -€sseo.a ,Paaaeaxeo:...,.,,,uc.,...M.. ,...,,» ,.,,rrm r€erwcuu°ta" fgr. g� DO w VWDM g 'a° � fa" .4 0 �H� f aa�" s' �,"` n g g4 F J P[ t¢ ts+ RSB s � e 'v 1a 3 a F" _, e NEW 6' HIGH WOODEN FENCE I 240 ' r '� ag�^3 #ash �'4 B.q f ' (WO .tt'" $s"g�."a . fir � �` � �t �F �� � ,:a �§m°.fir apt.�I�a � � g� p3gc if,at lloBo gN a F B F rtS . �r3,P aa��H� �p"6 lip ale 060" x to fo i° F ._ A 0 PROPOSED S ITE P LANB /41 a 0 - FRENCH DRAIN CAPACITIES: OFF-SITE IMPERVIOUS CALCULATION: "' ASSUMED OFF SIT .W. AREA `'5�a_ c;F TRENCH A= 12 DIAM PERFORATED PIPE IN 71 -4 GRAVEL BED A SF ALLflWAL ERVIOU� MATER''„':, 55.66 FTX 785- 43.69 CU FT STORAGE WITHIN PIPE 55.66' X 4' X 2.5'= 556.6 CU FT -43.69= 512.91 512.91 X .3= 153.87 W OFF SITE STEPPING STONES=8 SF\IMPLPVI TOTAL STORAGE= 197.56 OFF SITE DRIVEWAY=11-4 §F IIP 3Ti BRICK PAVERS=70 SF TOTAL OFF SITE =122 SF IMPERVIOUSf AR �� �, � � p, TRENCH B= 12 DIAM PERFORATED PIPE IN 5X2.33 X65 GRAVEL BED .TOTAL OFF SITE =LESS THAN 50% OF TOTA } 77 FT X .785= 60.45 CU FT STORAGE WITHIN PIPE 440 SF X 2.5' = 1 100 CU FT -160.45= 1039.55 1039.55 X .3= 311 .87 WITHIN GRAVEL ON 9'�E TOTAL STORAGE= 372.32 STETING -------- -- -- 91 55-8 SURFACE DRAINGE TO STREEr- STOfiS=44 ' TOTAL STORAGE © TRENCHES A+B= - ---�..�-- -- -- --�--� �- �s� y ���� °=�y° z �� �� �� ��°y2s� s� �SA� � �.-�--� C 569.88 CU I V v_ V o V V V V _o y i = ORE THAN TH 560 - - - C -A° ' V VV VOVOVVVVV'oVVOVVVVVVOVoooVVo CU FT REQUIRED VV V Va� VVV �)� V V HVAC ,•PADS--8/ S : i / V V o :SITE=5404 SF � e, V V o� �� .* � ,�» ALL WOOD DECK AREAS ARE l f 1 MORE THAN 2' ABOVE d >c UNCOVERED GRADE AND CONSIDERED 100% PERVIOUS a GENERAL STORMWATER NOTES: 17 b o f �k�fk � / d vv Y T DING =1573 SF IMPERVIOUS AREA �, d bo o � % 1632 BEACH AVE. SITE=5404 SF PADS =4 SF IMPERVIOUS AREA d X. 5= 2702 SF ALLOWABLE V�p{V�r�V��Vv7vVV•p7VOv7_VVVVVOVVvV V}�(yV(p VoogVJpVojVg�Voo7�V(�VVVVVVVp�OVgVVVVV �i iL1L 1✓�`h.A'IN V`�.J�V7 v7v��V' V_'7'VVVV V' V C]V V V v V YVI�OV ..�1.Y�``JVY.J`L1 �W i=36 SF 18 SF IMPERVIOUS AREA q V V V V V V V 7 V v V V V V V � V V V V V V V V V V V V V V^v V V V V V . V 'V V V V 7 V V 0 v V'v i� - IMPERVIOUS MATERIAL AREA g �,� V,VVV�VVVVV�VVVV � . ,V � . �VV . V , VVVVVVV�VVVVV�VV :�^VVVVVVo �oo V•i � ., � F�. � V T��T�P4+e �e'•9-`3-P4`9�:t`:l•4.9��P 4���-?9 re'�J-F 9�K�F4 re'�9.9�-C�••P•4•P-':l-P Pre'�Tg4��P 94-'r9.4�C�PF 7 SITE =1595 SF IMPERVIOUS AREA EXISTING IMPERVIOUS AREA =1595 Ss + - / PROPOSED IMPERVIOUS AREA INCREA E =2499-1595= 904 SF+/- PER COAB EXCEL SHEET CALCULATION THIS ----SIDEYARD SWALE TO DIRECT SURFACE-DRAINGE TO STREET REQUIRES 560 CU FT ONSITE STORAGE - ----------- STORMWATER RETENTION PROVIDED VI FRENCH DRAIN SITE=5404 SF ` SYSTEMS INCLUDING FABRIC WRAPPED PERFORATED ON-SITE IMPERVIOUS CALCULATIONS: PVC PIPE RUNNING WITHIN GRAVEL FILLED FABRIC BUILDING =1761 SF I� 1. � � Am A /A(. WRAPPED TRENCH ALONG NORTHERN AND SOUTHERN HVAC PADS =8 6 IMPERV BUILDING FACES YIELDING 569 CU FT OF STORAGE TO e FIRST FLOOR COVERED DECK =440 SF IMPE � MEET REQUIREMENT. ON SITE STEPPING STONES =44 SF IMPE ON SITE DRIVEWAY=490 SF@50%=245 SF I P . NOTE: MAJORITY OF STORMWATER FROM ROOF TO BE COLLECTED AT EAVE GUTTERS ALONG NORTH AND SOUTH BUILDING FACES AND DIRECTED TO GRAVEL PROPOSED TOTAL ON SITE =2499_ F IMPE FILLED TRENCHES FOR RETENTION. -` PROPOSED TOTAL ON SITE = " 46% .ESS T .. SITE AREA FLORIDAINC NE Cil, CLARKE , Psm �. C. v PER , S 0( 11 PROPOSED IMPERVIOUS AREAS AND STORMWA DA TF.. tg�, CONTROL PLANN ryT OSBORNE- COUCHLINHOUSE 0 10' 2p' W E 2 1 6 3 2 B E A C H A V E N U E A T L A N T I C B E A C H, F L O R I D A S NG WOODEN FENCE _I _ NEW 6' HIGH WOODEN FENC NEW 4' HIGH WOODEN FENCE I 71'-4' TOP OF SIE DECK @ 6" ABOVE GRADE- OVER GRAVEL FILLED TRENCH WITHIN FENCE V_r 8'-4"4'-0" 1'-B" 3'-4" 1'-D' 6'-8" 3'-4" 17'-2" '-D" 2-6" 3'-4" 26'-0" m m m Lm —8ff i "I I i ' ff � � I m j �— l S I ( I I 1 I! cn Ld Li ! j CANM .I I - l VER 3 - l j " O - 5-1 I — » as w _ a� �a�� c� ��c,, �a,��a� j 1v � �` a �)a a asH 36' AFF 1-2" WASH REFRIGE OR - f 0"I I ( — — — — — — — — ' iii RENCH BELOW SLAB TO — I '� r ✓ a Oa_ 'Zw XTERIOR WALL FOR DOWNDRAFT I I ^ H00 S 7� 2" �XHAUST OF RANGE D 00 HA --- - __i*­C H ate, — I I I 112 18" F T-2 ' �� � GA4 RANGE O a HING 110 1 I I 36" AFF 0 .-:10 NS I ��� ���a����� ��� ��� 1 A� I � I " "oo S-91 '� I 107 �- ;;� � �' �, I `�L�<>� ���(�°� �>1,��y�,��,>a I 11'-0 3'-41" 3'-10 5'3y" I ry — _—— "II f s f ARA\a " �' r_ J a, a( Tai __ a�✓AcC — BREAKFAST I 119 _ I. „ I �� �r> >�� �1� � 44 U 3-4 3 4' 4 as a �a w� .� O CL SET 4 � a ) � ,� �� �,� k f �✓ lr J - - - — — — — — - - - - M � nq�V . �aa 4 � , )��,� >I> ��L I 1 ) N . �L A)l��`�, —_� 5 SHLVS 5 SHL 1- 0" — — — — — L — — —— — — �'�� X K ��()f kJ ❑ ❑ - - -- - - - - - - - - - - - - - 5 SHLVS _ _ l �I ��( ff 114 i 6!-w 1-10 b .o ( ° x ?a d i � A iA ,�AA ' L� r z' z" r D' - ' 2 I f 11" f-D " I HWH ✓ °✓✓ a s ° 115 I 118 I 120 2'-4 I I PJx v �J x�-( J 1 0 12'-0" 8' ' i �� y/'v' — TURN S FIAT dt W GYP r- ih � T@i =26 ■ STIFFIN W 5 WD SHEL lYP i j �C a� CLOSET 3'+ !-4- � � X X��>� )� k� O O PREFAB WOOD BURNING FP 1 W/GAs sTARr�R I^ I I I 10 W FLUSH STONE HEARTH i, I° & STONE FAgNG ALL I I I `��,� AJ( I i � {� 109 l0a vas � ���1�6� aC I � �C �c,%a� �✓Ci AROUND RISING TO -Q" 1r 'r' 4' WD MANT ABOVE I-' j 1 1 I 36 AFF L )c� i[ LIVING106 a�� ��a a „vim �v�� a'._> FOYER, I �EN ;�' 21 ✓� , ( I I 110 � 8191 � �ININ� 121 � 4" PO1I�PDE j O O I f 1'-1' 1'-1• S 1Lp 117 ❑ ❑ HINGETOP BENCH - 1 1 1 1 10 I i I 10 ?T01,"=26 ❑ ❑ �, j 1 6'4' - - -1 r-11' I" 0 -8 Ir l i I I I! a I „ 5's - CE -� ! 1, - 4'5" — 8" HOSE BIB II II II II 10-11' 5'-3" 12'-0" 11'-8' 11'-8' 6'-2' 6'-8" 5'-11" 5'-1' 1'-2' 1'-2' 6'-0" TOP OF FRONT DECK @ 28" ABOVE GRADE co m 12d 27-T 1419 GSF CONDI t PROPERTY LINE NOTE 1 : GRADE ELEVATION MARKS BASED ON GRADE AT BUILDING PERIMETER BEING -8" AND THE FIRST FINISHED FLOOR LEVEL AT THE LOWER ENTRY BEING +0. EXISTING WOODEN FENCE NOTE 2: SEE STRUCTURAL DRAWINGS FOR LOCATION OF ISOLATED 6X6 POSTS WITHIN WALLS FOR BEAM SUPPORTS AS WELL AS SHEAR WALL LOCATIONS REQUIRING 1 /2 PLYWD SHEATHING @EA SIDE OF STUDS UNDER GYPSUM BOARD. P WINDOW SCHEDULE- FIRST FLOOR DOOR SCHEDULE- FIRST FLOOR IZE DOOR HEIGHT STYLE MATERIAL GLAZING HARDWARE COLOR HEAD HEIGHT MANUFACT. MODEL REMARKS SIZE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- IMPACT RESISTANT MARK WD HGT THK STYLE MATL GLAZING COLOR HARD 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- IMPACT RESISTANT 101 3'-0" 9'-0" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- IMPACT RESISTANT 102 3'-0" 8'-0" 1 3/4" HINGED — SINGLE — HALF LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 103 2'-8" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLE W-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 104 PR 2'-0" 8'-0" 1 3/4" HINGED — DOUBLE SC WOOD FLUSH -- WHITE STAINLE 3'-0" CASEMENT VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- __ 105 2'-8" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLE „ 106 2'-8" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLE 6 —0 DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 81-2j' -- -- 107 9'-0" 7'-0" 1 3/4" OVERHEAD — SECTIONAL -- -- -- STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 108 3'-0" 6'-8" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- TEMPERED GLAZING 109 2'-8" 7'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- TEMPERED GLAZING 110 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- TEMPERED GLAZING 111 2'-8" 6'-8" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- TEMPERED GLAZING 112 PR 2'-0" 8'-0" 1 3/4" HINGED — DOUBLE SC WOOD FLUSH -- WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 113 3'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE W-2" -- -- 114 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 115 3'-0" 8'-0" 1 3/4" HINGED — SINGLE — FULL LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 116 3'-0" 8'-0" 1 3/4" HINGED — SINGLE — FULL LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- __ 117 3'-0" 8'-0" 1 3/4" HINGED — SINGLE — FULL LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHITE STAINLE 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- __ 118 3'-0" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLE 119 3'-0" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLE 4'-8" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 120 3'-0" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLE 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 7'-2" -- -- TEMPERED GLAZING 121 3'-0" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLE 122 2'-8" 5'-8" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- STAINLE 123 2'-8" 5'-8" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- STAINLE 124 2'-8" 5'-8" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- STAINLE WINDOW AND DOOR UNITS TO BE "FLORIDA CERTIFIED" AS MEETING PRESSURE AND IMPACT REQUIREMENTS PER FBC. SEE 125 2'-8" 5'-7" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- STAINLE )OR SCHEDULES FOR ANY IMPACT DESIGNATION. NON IMPACT RATED OPENINGS WILL BE PROTECTED BY PRE—CUT 1/2" 126 2'-8" 5'-7" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- STAINLE NNELS OR OTHER CODE APPROVED PROTECTIVE DEVICES TO BE STORED ON SITE. SEE STRUCTURAL ENGINEERING FOR RES. JD WINDOW SIZES ARE GENERIC AT THIS TIME. FURTHER COORDINATION WITH MASONRY AND WOOD FRAME OPENINGS WILL "INDOWS ARE SELECTED. OF WINDOWS MULLED TOGETHER SHOULD BE PROVIDED AS ONE PRE—ENGINEERD UNIT. N OSBORNE- COUCHLIN HOUSE 0 4' 8' W E LM 1 6 3 2 B E A C H A V E N U E �j A T L A N T I C B E A C H, F L O R I D A S m u7 61'-6" as Y26-4 " 29'-ii}!�' 31'_6 • I I II II II II II III II II II II II II III II II 11 II II II II III II a'- t;'-2' II II II II II II II II II II II II II II II I II II II II II III 1 1 I� � II II II II ►I II II II II II II II I II II II II II III it II II II II II II II II 112'- i" II II II II II e'-9' I II II II II II I IIN III II II II II II II III II I II Ilg� il III ' ' III A613" II II 6 4k 4 II II II II STA a II II IIROQ� it _ IIII II I II ! I GUEST IN IFTqW/ IIFRA�l o BEDROOM 2 ® I 16 II '-4}c' 1 a II 6' .° a -1 '- 1' _ 16'-1• 0 II II II II I _ _ II II II 0- 11 11 I I Z N 91 a 11= II fl = I — -� — 1AUNIIIN II II it II II N LO ET 16 II =_ X CL L BATH o - - �{ i{---I — - - - - — - - � — - - ' _ 10 II II II If I BEDROOM 3 - � X19 - - - 2XI i � WAINScOAT 11 1 I 21a ;Z16 I -----I -- •� NLTOP OF LEDGECMU 44 \\ II O WALL - - - — I I ❑ — — — — X i 217 .� I - - CIA SLOPE: 4:12 C "' <0�r BA 11 I �C OSE,' j 1 I I T I I I f 15'-r tr19 21-9' 5'-4}1" 5'-a` O 3'-2' N 7-8' 17'-2,) 0 BEDROOM 4 I o I E 209 BE R00 f II BATH 21Q H LL I Us H c::::4m 1 1 Fill Ll d II II II41' f II II II II II II I II II II II II II " I II III II II II II II II I II IIS IIS II � II' I II '' II II 5-7 ii II I N II II I - II II 1 M II II II II II IIOILII II II RO F II II II II II II II II II II II II II II I II II II II II' II II II I II II II II Ii II �;; II II II II II II 11 11 __� so] II II II II II IW/ II CONCEPTUALI FRAMING SHOWN 11 oII II II III 1 Lam; 1 j _ III II II II II II II �I II II III II II II �'� II II i II II II III _ _ II !I II II II II II II I II II II II II II II II II II II II II 6,_4Y, 6,-8. 6,-4 , 11, 11 It II II II II II II II .I II II if II II II II II II 19-54 ap 1C) � m 56'-4" 5-4' 1512 GSF NOTE 1 : CONDITIONED EXTERIOR DIMENSIONS SHOWN ON SECOND FLOOR PLAN ALIGN WITH NOTE 2: Y OUTER FACE OF FIRST FLOOR MASONRY WALL BELOW. ACTUAL SEE STRULTURAL DDA NGS FOR LOCATION OF ISOLATED 6X6 POSTS WITHIN WALLS LOCATION OF EXTERIOR STUD WALLS TO BE 1 " OUTBOARD OF FACE » FOR BEAM SUPPORTS AS WELL AS SHEAR WALL LOCATIONS REQUIRING 1 /2 PLYWD = OF MASONRY WALL SO THAT FACE OF PLYWOOD SHEATHING ALIGNS WITH FACE OF FURRING BELOW. SHEATHING SEA SIDE OF STUDS UNDER GYPSUM BOARD. WINDOW SCHEDULE- SECOND FLOOR DOOR SCHEDULE- SECOND FLOOR DOOR TYLE MATERIAL GLAZING HARDWARE COLOR HEAD HEIGHT MANUFACT. MODEL REMARKS SIZE 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- IMPACT RESISTANT MARK WD HGT THK STYLE MATL GLAZING COLOR HARDWARE 3LE HUNG " VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- IMPACT RESISTANT 201 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- W*TE STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- IMPACT RESISTANT 202 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- IMPACT RESISTANT 203 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- IMPACT RESISTANT 204 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 205 3'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 206 2'-8" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- -207 2'-8" 8'-0" 1 3/4" HINGED — SINGLE — FULL LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHRE STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- TEMPERD GLAZING 208 2'-8" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- TEMPERD GLAZING 209 2'-8" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 3LE +iUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" —_ __ 210 2'-8" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 211 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 212 2'-0" 8'-0" 1/2" SHOWER SINGLE FRAMELESS TEMPERED GLASS -- -- STAINLESS STEEL 3LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 213 2'-8" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL ILE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 214 3'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE S AINLESS STEEL ILE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 215 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL ILE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- TEMPERD GLAZING 216 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL ILE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 217 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL ILE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- IMPACT RESISTANT 218 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL :LE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" PMPACT RESISTANT 219 PR 2'-0" 8'-0" 1 3/4" HINGED — DOUBLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 220 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 221 PR 2'-0" 8'-0" 1 1/4" SLIDING — DOUBLE SC WOOD FLUSH -- WHITE STAINLESS STEEL 222 2'-6" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL DOOR UNITS TO BE "FLORIDA CERTIFIED" AS MEETING PRESSURE AND IMPACT REQUIREMENTS PER FBC. SEE 223 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE STAINLESS STEEL S FOR ANY IMPACT DESIGNATION. NON IMPACT RATED OPENINGS WILL BE PROTECTED BY PRE—CUT 1/2" ER CODE APPROVED PROTECTIVE DEVICES TO BE STORED ON SITE. SEE STRUCTURAL ENGINEERING FOR 'ES ARE GENERIC AT THIS TIME. FURTHER COORDINATION WITH MASONRY AND WOOD FRAME OPENINGS WILL ELECTED. MULLED TOGETHER SHOULD BE PROVIDED AS ONE PRE—ENGINEERD UNIT. N OSBORNE- COUCHLIN HOUSE 0 4' 8' 1 6 3 2 B E A C H AV E N U E W OD E A T L A N T I C B E A C H, F L O R I D A S 26 I I I I I II I d I 4'- S-4)!' 5-2" I I I I I 30 I I OPEN co R 11qt I I I I tCAVITY I FCEEF— I ±s" ,y. WINDOW SCHEDULE- THIRD FLOOR I I I N I I i I I MATERIAL GLAZING HARDWARE COLOR HEAD HEIGHT MANUFACT. MODEL REMARKS VINYL I INSUL/ LOW E/ IMPACT I STAINLESS STEEL WHITE 9'-4" 1 -- -- IMPACT RESISTANT DOOR SCHEDULE- THIRD FLOOR I I I I I l DOOR STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS MANUFACT. MODEL ANG - DOUBLE - FULL LITE VINYL CLAD WOOD INSUL/ LOW E WHITE STAINLESS STEEL LEFT -- -- -- I OR UNITS TO BE "FLORIDA CERTIFIED" AS MEETING PRESSURE AND IMPACT REQUIREMENTS PER FBC. SEE 1 OR ANY IMPACT DESIGNATION. NON IMPACT RATED OPENINGS WILL BE PROTECTED BY PRE—CUT 1/2" 1 1 CODE APPROVED PROTECTIVE DEVICES TO BE STORED ON SITE. SEE STRUCTURAL ENGINEERING FOR I I I I I j I ARE GENERIC AT THIS TIME. FURTHER COORDINATION WITH MASONRY AND WOOD FRAME. OPENINGS WILL I I I I I L_ — — — _ — —1 :CTED. _LED TOGETHER SHOULD BE PROVIDED AS ONE PRE—ENGINEERD UNIT. � m u7 2X6 OUTLOOKERS d' 2X6 FASCIA M m m � d� 2X12 RAFTERS CUT TO 2X6 AS OUTLOOKERS SAND111CIi 2X4 BLOCK14G 2X10 COLLAR BEAN 2'-0" 2'-0" 2'-0" 4'-0" 4'-0" 4'-0" 4'-0` 4'-0" S-0 I ---- -- ------ ---- •-- I I — ---.- ----- > ». 4. MO DOMI6 w _ I IIII II II II II II II II II II II II Ii II IIII II ,!_r 22'-0' � = i-- - � _�_ = _ =� = I= = — ' I 111 _ 1I 1 I1 II I II III II II IIII I I � � I I I T-4 - - - - -I-- - - - - - - � - - - - - - - - I I — — — -IIII — z �- - - - - - - - - - _ — — — — III II II II II II II SII IIII I I I iI II II III II -- 11= �= = I I = = = = 1 == = = I I = = = = 1 I II II II ll --- - - - - - - - I - - - — i I II II II II III I I I I I I I I I I I _ _ _IIII _ _I I ' 4 IIIIII IIIIII _ 1I1I IIIII i I1I1I=iF= II1= = ��IlllI= = �I= = II =IF = II1== �F = 111=_= �I= = _= 1> 0 C4I L = —41 4141 I io 4ill l = = II = IIII � = — — — — — — — I II I � I I It II II II IIII II IIII III IIII II IIII I II IIII II Hill IIII II I II 1F Illl II Ila II IIII II IIII II IIII II IIII II � I b I - - -- - -- - 01 gill III! [I alIII III I� u Ill p u u II II II II u u u II II II III II II II III II II II II I II II II �I II II I I I I II II tl III II II II III II II II II I II II II I II II= == = 1-� I I I I ' I II II II II II II II II II II II II II II II i II II I � I yIF II_ _ II II II_ II II II_ II_ P�IYWD IISHEfHIN( & II II II II II II II IF II IF II 1 II Ir — G II DET I E W WA 11 II II II II II II II II II II II I II II I� I � � � � II " PRE B tl II II II II II II II II II II I II II_ __ = I FIaASHI G II II II III II II II II I II II II MI II II 9 I r qUE CAI III II II II III II II II II I II II II �I Il II I� I I I I I •; I fV I I I L- - - - - - - - - - -- - - - - - - - - - - - —I- -- - - - - - - - I r - - - - - - - - - - - - I I I I I I - I I ama� No oowrisPour I I I I I I I I I I I a• 2'-0" 2'-0' TYP m < � m CONCEPTUAL ROOF FRAMING PLAN N OSBORNE- 0 4' g W E 1 6 3 2 B E A C H A V E N U E (T) ATLANTIC BEACH, FLORIDA S --ENGINEERED STAINLESS STEEL EY FLUE AND SPARK ARRESTER LLYiu LILL 11 l Ll J u 11 L1 a 1L_Ll�II JJ�LL L 1J 1 1JI L1 L1 1X11 I1111�J1 1L1 1�1�1L1�1L�1LJ IBJ LJ11L1ll 11 U_1L11 L 1_. L LJ1 SIDING AND TRIM BOARDS - n 1J LI 11 �� lIJ L� 1 1 J IJ Ivl J IJ JJ 11�rl l 111.1_ ll1 Jll1J 11 LJL LJJ� I � 1 I 1L� L LLLL Ill J J 11ll_J�J�1 III III lll L1 JJJl 1L�1LW �1JJJ L L,L_ Ll LH J l L �ILLLILJ� III I LJ 1I LI J 1L1 _LLL Il_!1J LI�Ll L LLJ�ILJ1 U LL-l1 - J LJJ LILJ L LI LL141 1 L LLLLL.J�? I J JAL I i 1111 J1- J I 1 I I I JW��J L _ 11J1 lli ll 1 LL��L 1 _ LWLJJ_L_1L ' �1 � , � �', i ��1 � I ,�, J�IJJJ I1 11 IT 11 H Li 11 1 IIITI 11 1L �' �� U ! L_ !I L��I1aJJ1 L ll,' ,',' � l - 1111 �L III l IJL J � 1 1X4 CEDAR BOARDS OVER 1­11 IIIJ11 IIITI1wI �11 �11 W11 11 11 11 11 Ir III II I 1 11111-1 111111 111111 1111111 IYII INI'l 11 111 _11 11.11 11.11 IT 11 111111 11 IT-11 11 IT 11 11 IT I PT OR CEDAR FRAMING 12 1111 IITT_11JITT_11jIjTII IIITII HIIII HLIII UILL11 Ill] ]w 11 111111 1111 11 110 11 oil 11 fu 11 fill 11 fill 11 1111 11 1111 11 1111 11 11 IT 11 11 IT 11 11 It 11 11 IT 11 111111 11 IT 11 11 IT 11 111111 11 IT 11 11 IT 11 11 IT 11 111 T I I 11111111 1 111 3111 LJI 11 IT"-111111 111 1 I�j 11 11 if 11 11 if 11 111111 111 U11 111111 11 ITII IIITII 11-TTII 1111 1 111111 IIITII 11 ITII IIITII IIIfillLI L] 11 ill] 111111 111111 1111 1 IIITII I HIT 11 1111 � 6X6 PTD PT OR CEDAR POSTSTIZII 111111 111111 IIITII fill -- -- - I- H IT 11 11 11 111111 1111 11 Ill 11 111111 1111 ill 1— t-)r COPPER PIPE RAIL SPACES AT 5" O/C - - -- - TO 4 HEIGHT TYPICAL X4 CEDAR BOARDS OVER PT OR CEDAR FRAMING -- ARDIE' SHEETS fELDTSQSHEAIHING, FRAMING - 1X4 CEDAR BOA OVER TYPICAL - — - LIGHT FIXTURE PTD PT OR CEDAR 4X4 PTD PT OR CEDAR FRAMING1111 U ]ill 11 fill 1 1111 11 11111 1 111111 1111111 lill 11 Hll 1 11 11 IT 11 11 IT 11 11 if 11 111111 111111 111111 1 1 IL=L=HHTll III T 11 11 IT 11 11 IT 11 111111 11 If 11 11 it 11 11 IT 11 4D - - LIGHT FIXTURE 1X4 CEDAR BATTENS OVER DOOR TO MAT TOWER APPLKIUE AN TYPICAL FENCE DETAIL NARDIEM TRIM BOARDS O1kR 'HARDIE' SHEETS ,. FELTS, SHEATHING, FRAMING -- -- i, , GUTTER AND DOWNSPOUT _ TIED TO FRENCH DRAIN SYSTEM IX4 CEDAR BOARDS OVER 'HARDIE' SHEETS X6 DECKING - - :. — - TING, CMU PT OR CEDAR FRAMING AND OPEN 2 OVER PT WD FURRING, W.P. COATING, ' -- _-- - PT OR CEDAR FRAMING AND OPEN 2X6 DECKING L___05I SOUTH ELEVATION EAST E 111] 11 11 11 11 TrUil 11 11 1 111111 [[fill 111111 111111 1111 F1T 12 11 111111 1111 11 It IT 11 11 IT 11 1111 1111 11 11 IT 11 111f 11 11111 111111 111111 IIITI1 IIM 111111 HIT 11 111111 1111 1IJITT­TIJIfT - 8 11 111111 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 111111 11 [111 111111 1 If IT II H I it 11 11 if 11 111111 1111 11 11 ITIHITTII 111111 111111 111111 If 11 11 111111 1111111_11­11 11 1 1111 11 IT 11 11 If 11 111111 IJITII ]ITT fill 11 W"I'"UTT 11 11 IT 11 111 f 11 111111 11111111 11 .1 IT I IT 11 1 - - Mtft _ LILL L JJ a� LL I LTJ d�LU1 u u- I LEE ulu�u LtL�J�JJ�I J1J� LLurZ L L L IJ T1LL1 LLLH LI L JLLM-Il JAL�L_Lu!�JLC - �l ll1lJJ�l�I LLJ ll 11_�i _-- 1LlJl1 lI Ll li 11J-1 i1; 1 l 1I SIL -- LLLII ' ' 11 _- - 11 1 llll L x_ 11 L *HARDIC LAPPED SIDING AND TRIM BOARDS --- - 77 __--- - - ASPHALT SHINGLE ROOFING - -- 0 LIGHT FIXTURE _ 1 fill 11 11 IT I TIT ITT 111111 Ull 11 1.11, 11 111111 11 ,11, I' ll 11 11IT - I rH NORTH . ELEVATION WEST EL N OSBORNE- 0 4' 8' W E 1 6 3 2 B E A C H A V E N U E ATLANTIC BEACH, FLORIDA S �.--------------------------- i i i i TOWER FLOOR ----------------------- --- Ilk TOP OFPIATL-------------------------------- ----- � SECOND FLOOR 10 TOP OF PLATE TOWER FLOOR TOP OF PLWD. FLOOR — ----------------- -------- --- --- --- --- +19 _ - ------ ---------- ----- ------------ i _. SECOND FLOOR — --- --- --- ---- --- -------------�------------ � TOP OF PLYWD. FLOOR — --- i90 +13'-6 1/4" --------- m GUEST FLOOR TOP OF PLYWD. FLOOR MEPfl Ii FIRST FLOOR — TOP OF CONC. FLOOR i +2'-4" -------- ENTRY HALL FLOOR TOP OF CONC. FLOOR ---------------------------------------------- LA 1 1 OTa--------- ---- -- -------------------- ♦ I ---------------------------I BUILDING SECTION 2 BUILDING ----------------------------- TOWER FLOOR s --- "---------- ---------------- ---- ---------------- ----------------------------------------- ------------- lk TOP OF PLATE +26'-11 —1/2„------ i i SECOND FLOOR gk TOP OF PLATE +22'-7 1/4 ----- � -- — � TOWER FLOOR TOPOF PLWD. FLOOR --------------------- ---- --------- -------- --- ------------ -------------------- ------- ----- :i9 —.. j�- ------ ----- -------- —�— ------- SECOND FLOOR i TOP OF PLYWD. FLOOR i GUEST FLOOR TOP OF PLYWD. FLOOR — ---- — — — --------- -- ----- -- -- --------------------- +8 -10 l� i ---- --1------- i i i iiF] 1 11111 Lill oil 11 FIRST FLOOR TOP OF CONC. FLOOR _—_ _—_ _—_—_—_—_ ----------- ---------------------------------------------------- — — ----- -------------------------------- +2'-4” -------- i ------- ' i ENTRY HALL FLOOR TOP OF CONC. FLOOR _—_—_—_ _---_-----_-----_-_-----_-----_-----------_---_-_---_---------------------------------------------- Ta-_---_-_- a ♦, -----------------------------I BUILDING SECTION 1 BUIL N V'CTOSBORNE- 0 4' 7zw E 1 6 3 2 B EA C H AV E N U E ��") ATLANTIC BEACH, FLORIDA S TOWER FLOOR — ------------ TOP 0 PLATE --------------------------------------------- +26'-ll--------------------------- - --------------------------------------------------------- - 1/2., SECOND FLOOR TOP OF PLATE -------------------------------------------- TOWER FLOOR TOP OF PLWD. FLOOR H 1, 11 SECOND FLOOR TOP OF PLYWD. FLOOR GUEST FLOOR TOP OF PLYWD. FLOOR -----------_ - --------------_—_-- _ —_-- FIRST FLOOR TOP OF CONC. FLOOR ------------ - --—-—-—-—-—-—-—-—-—- --------- ENTRY HALL FLOOR TOP OF CONC. FLOOR ---- ------------------------------------------------ ---------------------------------- 0-0- BUILDING -0 BUILDING SECTION 6 BUILDING SECTION -------------------------------*% 1 g 1 1 1 1 9 i i TOWER FL00 1 1 TOP OF PLATE 1 --__-- +26'-11 1/2"IIIIIIIIIIIIIIIIIIIIIilljlllllllllllllll1 1 1 1 .- 1 1 1 SECOND FLOOR 1 TOP OF PLATE i 1 s----------- - — ------- ----- --------------------- - - -------------------------------------- +22'-7 1/4' —1-- ---1 ---------------------------- ------ I 1 1 1 1 , 1 TOWER FLOOR ---------- ---- -------- -------- --- ------------- - ------------------------------------------- TOP OF PLWD. FLOOR i - ------- ------- ------ 1 1 1 1 1 1 1 1 1 1 � 1 1 1 SECOND FLOOR i ------ - - - ------------------------------------ TOP OF PLYWD. FLOOR 1 END 90 +13'-6 1/4" ---- 1 1 1 , 1 1 1 1 1 1 GUEST FLOOR --- - ------ --- ------ --- — -- ----------- ----------------------------------- TOP OF PLYWO. FLOOR �— -`- ---- --- --- --- -- --- +8'-10 1 1 1 , 1 1 1 1 , 1 � 1 1 , 1 1 1 i i i i i i i 1 1 , 1 FIRST FLOOR 1 ---- - ------ ---------------------------------- -- ----------- ------------------------- TOP OF CONC. FLOOR 1 -- - ---------------------------------- +2'—4" _r , , 1 ENTRY HALL FLOOR i TOP OF CONC. FLOOR 1 _—- ---- - --- ---------------------------------- ------------------------- 0-0� --r-- ----r---------------------------------- 1 1 1 1 1 1 ---------------------------moi G SECTION 5BUILDING SECTION BUILDIN N OSBORNE- COUCHLIN HOUSE 0 4' 8' W 1 6 3 2 B EAC H A V E N U E E A T L A N T I C B E A C H, F L O R I D A S TOWER FLOOR ---------------------------- Top DL-PlMl ----- ----- --------------------------------------------------------------------------------- +26'-11 1/2" SECOND FLOOR --------------------------- TOP OF PLATE ----- ------ --------- ----------- — - ----------------------------------------------------- +22'-7 1/4" TOWER FLOOR TOP OF PLWD. FLOOR _ ---------------------------- -2 +19z�— ------ ----- ---- ------------------------------------------------ SECOND FLOOR ---------------------------- TOPOFPLYWD. FLOOR --- --- -- - --- - ------------------------------------------------ +13'-6 174' GUEST FLOOR ---------------------------- TOP OF PLYWD. FLOOR -- --- -- -- - - — ------------------------------------------------ t8'-10 FIRST FLOOR ---------------------------- TOP OF CONC. FLOOR -- -------------- -- --------------------- — ---- — ------------------------------ +2'-4" ENTRY HALL FLOOR TOP OF CONC. FLOOR BUILDING SECTION 0 c---------- :A TOWER FLOOR TOP OF PLATE -- - ------------ -- -------- -—-—-—-—-—-—-—-— - -- -^4 ---------------------------- +26'-11 1/2" �� K: SECOND FLOOR t _, _-------- TOP OFPLATE ------------------- --------- - ------ ----- --- --- --------------------------- - -------- +22'-7 1/4' TOWER FLOOR TOP OF PLWD. FLOOR SECOND FLOOR OL TOP OF PLYWD. FLOOR GUEST FLOOR F71 ----------- OP OF PLYWD. FLOOR nil - --- -- - --- ---- ------ - -- - ---- -------- -—- - - ----- - -- +8'-10 h" FIRST FLOOR TOPOF CONC. FLOOR ----------------------------- ------------------------------------------------------------------ ------------— +2'-4' - -- +2'-4" ENTRY HALL FLOOR TOP --- ----------•--------------------------------------------------- ----- - -- BUILDING SECTION 10 N � � - 0 4' 8 E 1 6 3 2 B E A C H A V E N U E W ATLANTIC B EACH, F L 0 RI DA S M 12 12 3 b b 6 � ' rn 25 25 27 4 4 PORCH ' Qt MASTER 1 21 BEDROOM BEDROOM 12 t 12 0 O O 7 30 30 2 1 13 + O • 0 'a` •� 18 1] N 1 4 14 0 28 " 28 N O fm ( Jol H— M 3 R i A` Q ' 1 N N 24 ----- 24 i , 27 7 1 23 6 y 25 1 1 2 c POWDER , PORCH 2 PORCH m LI ING �' `° 2 - 12 e 2 2 13 15 16 18 19 2 2 -- 13 19 18 N 4• - CN io c a io a a . — - - - ---- 33 -- - _ _ 20 26 4 JJ M AP —1✓�� � —' o`t—���_ i -- Mh.v 4- — _ +r 6'-3' 6'-3' ,'CT OSBORNE- COUCHLIN HOUSE 0 1 ' 2' 72 1 6 3 2 B E A C H A V E N U E ATLANTIC BEACH, F L 0 R I DA - 3 12 2 8 , g 5 MARK ROOF CONS RECOMMEND 12 - 1 EXTERIOR s WITH 1X6 Z SIZES AND 3 SPRAY P❑L 4 2 UNDERSIDE PLYWOOD ALUMINUM 3 END STRIP FLASHING 27 • 0 W E R FOR EFFEC PLUMB CUT M ROOM 4 ROOF FRAM 34F11 SOLID BL❑ 5 VENTING P 7] N RENDERING 6 ONE LAYER CD FIBER CEM WEATHER I — — — — — — — — — — — 7 MEMBRANE SPRAY F❑A O WITH '4' N AS ALTERNo O FIBER CEM WEATHER I O FURRING S LIQUID APP O + 6 ., 8 WALLS ADJ P.T. WOOD 0__ BETWEEN F AFTER HOR 17 h 0--i 1x4 CEDAR O SIDING) OV 9 FURRING A p WATERPR❑O AC4 _ ATTACHED — INTERIOR G . 1x4 CEDAR ------ - -- °° SIDING) OV - -- - 10 GLUE PLYW •�, ATTACHED MA S T E 11 1x4 CEDAR BOTTOM OF B E D R O M VINYL ❑R RECOMMEND 'VULKEM' 1 FACE OF C BUCK WITH 28 SEAL AGAIN 6 6 APPLY SEC APPLYING F WITH 2X4 ' 12 APPLY BAC HE GUEST COV RWFLA 'PERM-A-W BEDROOM 13 TRIM ❑VER AND C❑MPA 14 SILLS EXTEND O'B 28 PLYWOOD ( 13 1X6 N❑MINA - - - — T&G T N AND GLUED 14 WDOD STUD ANY FLOOR I GUEST FLOORING S 12' 12 15 PRE-FINISH ROOM SLAB AT IN 16 CERAMIC TI WATERPROOF �x6 DECKIN SET ❑VER v �_»• 31 JOISTS CUT 17 UP FACE OF APPLICATIO 23 j`SHING S 30 6 '+ 28 r-� H."•vE HEMM 13 _ 18 12x6 DECKIN �- 14 13 10 14 4' CONCRET 19 STRUCTURAL - CLASS A) ❑ OR THICKN • — 20 FLOURED IN 1 W C❑PPE o M` 21 PIPE SUPPO DRAWINGS F •DD' 9 22 1x4 HORIZO 23 P.T. WOOD 2 DEN P.T. WOOD L 23 25 28 24 RAFTERS FACTORY PA 25 HEMMED EDG 32 32 AT BASE OF RETAIN SUR INT❑ SLEEV AND CONTIN 826 EQUAL TO U CLOTH, GR GARAGE 7 v o• OVERFLOW L❑CATIONS, 22 'D' (QUAD) AND CONCEA WHICH IN T 27 LOCATIONS, r 15 13 GARAGE COPPER. GUT OWNER FOR 28 5 W FIBER ° 19 29 WHERE EXPO ° 450 WATERP EXTERIOR DI 30 WALL BELONm — — — — — — — — — — —� — — — — — — SO THAT FA D 31 POTENTIAL —— ---- 32 EXTERIOR G 5-0• -I 33 GROUND CON 29 EDGE AT TO 34 GLULAM BEA `V - � 19 20 26 20 - - ! p 20 19 Ir Li N4101 '° I Go Hit OSBORNE- COUCHLIN HOUSE I I i U� - ! — — a - — 0 1 ' 2' 1 6 3 2 B E A C H A V E N U E A T L A N T I C B E A C H, F L 0 R I DA i LIJ ,- 00 S TZ- 0 U T MEAIEW S \ \ 4 i ------------------- FROM SOUTHWEST VI OSBORNE- N 0 4' 8' L:7 1 6 3 2 B E A C H A V E N U E W E m�j A T L A N T I C B E A C H, F L O R I D A S lJT Li ell L` VIEW AT KITCHEN VIEW AT LIVING -- 1 VIEW AT TOWER ROOM VIEW AT ENT ] OSBORNE— COUCHLIN HOUSE �" o a• s 1 6 3 2 BEACH A V E N U E W E LrL.7`71 A T L A N T I C B EAC H , F L O R I D A g EXISTING WOODEN FENCE NEW 6' HIGH WOODEN FENCE NEW 4' HIGH WOODEN FENCE 71'-4" 54 S-r I TOP OF SIE DECK @ 6" ABOVE GRADE OVER GRAVEL FILLED TRENCH WITHIN FENCE ap 8'-4" 4, 23'-4' i� 9—)1t-r �QTY LINE3'-�' 4'-D' 1'-8" 3'-4" 1'-D" -4' 6'-8 3'-4" '-D" 2'-6' S-4' 26'-D' m m _m 8 S ` W i I i i � � li I I � I a � �{ { I I � I � � ; I I I i 5'-1 • i 4; 1 1 1 v *7 1 MI 1 1 UL I I I L I I � il Lw X y - - - - - d to r — - - -- -- - DISH !-2- 36" S 1 1 S�� a � n6jcS X AFF WASH R REFRIGE OR " ' 111 ±0I 108 ;;, I I - -- � RENCH BELOW SLAB TO — � W " r — ——— - -- I I XTERIOR WALL FOR DOWNDRAFT I I H00 S I 2 11 I EXHAUST of RANGE I I I 3�_ I 3'- J� D 00 l HA �na �n� �� ,_ ,. F k ,I _ - lY1T V Ga4 R 112 H NG F 110n �� 1��J � nil GE v -- 1 rj { I 36" AFF °° OVENS Q1 NC I r � ■ ? >( '^�( �� �( k\\ 0 I°° Lo 0 11'-0" co 3'-4}�1" 3'-10 3'-0 5' I 10Ty X '_�y• (�a� � � ->" k� - �� BREAKFAIST I - _ x �� �X -- — —— 11 p _ s- , • 11 I " �� �-1 �,.nom a ��1 a���� a ��,i��) ARAGF� 4o �� �� I I 44 119 CL SET 3'4 3 4 �� � �n� N — — — — — — — — — —— co 5 SHLVS 5 SHL 1- D" — — �> j ca 5 SHLVS _ _ � 114 / 6'-O}� 1'-10" � . — O ( I I t2' 2 D+ ' 1t• • r c J J, c I � _ 1DHWH 0 12'-0 8• a % �� ' TURN FLAT dt WRAP GYP 2' i+� f� �( k "1, • STIFFIN W 5 WD SHELVE TYP , T!1 26 � � 'c _C, n� -1s' `�> N CLOSET 3, ;)a�4; x \ ( \ ;)(� �� I I , 1 I PREFAB WOOD BURNING FP W/GAS STARTIER I I STONE HEAFii;'1_ 0 c ' �d[� 7a & STONE HFAAQqIING ALL • I g 104 ' AROUND RISING TO Ib � I 4" WD MANT ABOVE �,h — — — I — — — — — — — — jr " � �c_ J LIVEN Ll 1� �� a �' � ���� FQYIE iLp 5SLVS ® aD a Oar �a e k �� �� �� �� �� �� > S - �- c FO ff iJE , " a a i� �s� 7 �n - ,i L� SI 116 i 'b 44 121 D19 DINING 102 (EGRESS 117 HINGETOP BENCH WINDOW El 1 0 I I 0 f ' ! 3R =1 r 1. 1 g 4 10 - - -t 2-1 i-or - D '-tl 1 4" oj _. 8 I 5 6 -m21 HOSE BIB II II II II 10.11' S-3' 12'-0' 11'-8' 11'-8• 6'-2' 6'-8' 5-11" 5'-1' 1'-2. 1'-2• 6'-0" TOP OF FRONT DECK @ 28" ABOVE GRADE i� m 126 - s 9'-8' 21'-0' 8'-4' 27-0' 1419 GSF CONDITIONED 56'-4' 5'-4" i PROPERTY LINE — _ - I y- NOTE 1 : GRADE ELEVATION MARKS BASED ON GRADE AT BUILDING PERIMETER BbNG i —8" AND THE FIRST FINISHED FLOOR LEVEL AT THE LOWER ENTRY BEING +0. j - i EXISTING WOODEN FENCE NOTE 2: SEE STRUCTURAL DRAWINGS FOR LOCATION OF ISOLATED 6X6 POSTS WITHIN WALLS FOR BEAM SUPPORTS AS WELL AS SHEAR WALL LOCATIONS REQUIRING 1 , 2" PLYWD SHEATHING @EA SIDE OF STUDS UNDER GYPSUM BOARD. ° WINDOW SCHEDULE- FIRST FLOOR DOOR SCHEDULE- FIRST FL00 SIZE DOOR WIDTH HEIGHT STYLE MATERIAL GLAZING HARDWARE COLOR HEAD HEIGHT MANUFACT. MODEL REMARKS SIZE 2'-6" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- MARK WD HGT THK STYLE MATL GLAZING COLOR 2'-6" 6'-0" DOUBLE .HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- 101 3'-0" 9'-0" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- S 2'-6" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- 102 3'-0" 8'-0" 1 3/4" HINGED — SINGLE — HALF LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHITE S 2'-6" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" 103 2'-8" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE S 104 PR 2'-0" 8'-0" 1 3/4" HINGED — DOUBLE SC WOOD FLUSH -- WHITE S 2'-6" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- EGRESS WINDOW 105 2'-8" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE S 2'-6" 3'-0" CASEMENT VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 106 2'-8" W-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 107 9'-0" 7'-0" 1 3/4" OVERHEAD — SECTIONAL -- -- -- S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- 108 3'-0" 6'-8" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- TEMPERED GLAZING 109 2'-8" 7'-0" 1 3/4 HINGED — SINGLE SC WOOD FLUSH -- WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- TEMPERED GLAZING 110 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- TEMPERED GLAZING 111 2'-8" 6'-8" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- TEMPERED GLAZING 112 PR 2'-0" 8'-0" 1 3/4" HINGED — DOUBLE SC WOOD FLUSH -- WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- 113 3'-0" 8'-0" 1 3/4" HINGED — SINGLE Sc WOOD FLUSH -- WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE W--2" -- -- 114 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- 115 3'-0" 8'-0" 1 3/4" HINGED — SINGLE — FULL LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- __ 116 3'-0" 8'-0" 1 3/4" HINGED — SINGLE — FULL LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHITE S 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- __ 117 3'-0" 8'-0" 1 3/4" HINGED SINGLE — FULL LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHITE S 118 3'-0" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE 3'-0" 6'-0 DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 119 3'-0" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE S 3'-0" 4'-8" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- 120 3'-0" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE S 3'-0" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 7'--2" -- -- TEMPERED GLAZING 121 3'-0" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE S 122 2'-8" 5'-8" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- S 123 2'-8" 5'-8" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- S NOTES: 124 2'-8" 5'-8" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- S :XTERIOR WINDOW AND DOOR UNITS TO BE "FLORIDA CERTIFIED" AS MEETING PRESSURE AND IMPACT REQUIREMENTS PER FBC. ALL 125 2'-8" 5'-7" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- S \ND WINDOWS ARE TO BE IMPACT RESISTANT PER FBC. SEE STRUCTURAL ENGINEERING FOR DESIGN PRESSURES. 126 2'-8" 5'-7" 1 3/4" HINGED — SINGLE — FENCE GATE P.T. WOOD -- -- S )OOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. FURTHER COORDINATION WITH MASONRY AND WOOD FRAME OPENINGS WILL \FTER WINDOWS ARE SELECTED. GROUPS OF WINDOWS MULLED TOGETHER SHOULD BE PROVIDED AS ONE PRE—ENGINEERD UNIT. N ECTOSBORNE— 0 4' ,?'2 W E 1 6 3 2 B E A C H A V E N U E ATLANTIC BEACH, FLORIDA S m 61'-8° d+ w 26'-4V 31'-8V I I I I11 8'-2" 19'-6" II II II II II III II II II II II II III II II II II II II II II 1 1 II II II II II II II II II II II II II II II I II II II II II II I II� IIII IIII NII II II II II II I II 1! II II II II AII II 11 II II II II II I II II yr I II II 413II 113-9' II I 6i STFR ZOi O l II II II I II o� III 11 II II II II II II l II II III III I II 11 IIR001 II `�� III II II II II II II III 1 II I II� II `�`� II 11 III 11 I I I GUEST o IF T IW IIFRAIl cr-n / II _ I BEDROOM _ _ • 2 Ml 2 — — WINDOW kl II II II II I II 1 �, � I '� ^- o I� II •; I 13'- -4)T 221 5'-4 g' n -1 1" - 16'-1' II II II DTII IIf=tT Z Lo I- NN 0O LO ETBATHI6� A II C� L I _ _II 11 11 II BEDROOM 3 210 18 =____ _ 2X LEDGE ®T TOP OF CMUoWALL 0 ZZo �, I X� S-6�" « I cvcldQ -4}�" 4'-3 " ',n o -l-R Ll Z17 <( 5'-4 " AC I - -t - - - I I I N I r—t - - 1 I I I SLOPE: I ,, 4:12 I I I I > 211 fV N BAT I IC OSETI I 5'-0' Zit I 3'-Y I I 17-8" I 1 7-2 ° 15' Y 21 s" 1 0 BEDROOM 4 1 o I wI 209 BE R00 Ai 1 aC B TH -- 210 H LL 20=81 I EG w WI07 NDOW — _ n IIrill Id II II IID I I II II II I II II II II II II II I I I II II II I II II' II — — — — 5'- 5' 1-5 7-5' i -5' II I 1} 0 11 II llg-f 11 11 . - -- -- - k II' � , II If�, , II II II II II I II II II II II II II iII II II II ' M � � II IL ; II I ' If II II ROOF II II I II II II II II II W II II' II II II II 11 II 1 II II II W/ II CONJCEPTUALP FRAMING SHOWN II II oC-4 Il V1 II II II III � � _ III II II II II II II yl II II III II II II '� II II1 II I{ II III �y L L _ ' L If II II II II II II I II II II II II II II II II II II II If 6'-4-y; 6'-8" 6'-4)T II II II II II II II II II II II II II II II II II II II IIvil 19'-5y" cc 56'-4' 1512 GSF NOTE 1 : CONDITIONED EXTERIOR DIMENSIONS SHOWN ON SECOND FLOOR PLAN ALIGN WITH - NOTE 2: OUTER FACE OF FIRST FLOOR MASONRY WALL BELOW. ACTUAL SEE STRUCTURAL DRAWINGS FOR LOCATION OF ISOLATED 6X6 POSTS WI LOCATION OF EXTERIOR STUD WALLS TO BE 1 " OUTBOARD OF FACE FOR BEAM SUPPORTS AS WELL AS SHEAR WALL LOCATIONS REQUIRING OF MASONRY WALL SO THAT FACE OF PLYWOOD SHEATHING SHEATHING @EA SIDE OF STUDS UNDER GYPSUM BOARD. ALIGNS WITH FACE OF FURRING BELOW. i WINDOW SCHEDULE- SECOND FLOOR DOOR SCHEDULE- SECOND FLO SIZE DOOR VIDTH HEIGHT STYLE MATERIAL GLAZING HARDWARE COLOR HEAD HEIGHT MANUFACT. MODEL REMARKS SIZE 2'-6" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- MARK WD HGT THK STYLE MATL GLAZING COLO 2'-6" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- EGRESS WINDOW 201 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE 2'-6" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- 202 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH =— WHITE 2'-6" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" _ 203 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH WHITE 2'-6" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- __ 204 2'=0" 8'=0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH WHITE == 205 3� 0" 8' 0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH WHITE 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 80--2" -- -- 206 2'-8" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHITE 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- 207 2'-8" 8'-0" 1 3/4" HINGED — SINGLE — FULL LITE VINYL CLAD WOOD INSUL/ LOW E/ TEMPERED WHITE 3'-0" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 208 2'-8" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHITE 3'-0" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- TEMPERD GLAZING 209 2'-8" 8'-0" 1 3/81f POCKET — SINGLE SC WOOD FLUSH -- WHIT 3'-0" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- TEMPERD GLAZING 210 2'-8" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHIT 3'-0" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'--2" -- -- EGRESS WINDOW 211 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHIT 3'-0" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 212 2'-0" 8'-0" 1/2' SHOWER SINGLE FRAMELESS TEMPERED GLASS -- -- 3'-0" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 213 2'-8" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH == WHIT 3'-0" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 214 3'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHIT 3'-0" 5'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 80--2" -- -- EGRESS WINDOW 215 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHIT 2'-6" 4'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 89--2" -- -- TEMPERD GLAZING 216 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHIT 8'-2" -- __ 217 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHIT 2'-6" 4'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 218 2'-0" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH WHIT 3'-0" 6'-0" DOUBLE HUNG VINYL INSUL/ LOW E STAINLESS STEEL WHITE 80--2" -- -- 219 PR 2'-0" 8'-0" 1 3/4" HINGED — DOUBLE SC WOOD FLUSH -- WHIT 3'-0" 6'-0" DOUBLE HUNGI VINYL I INSUL/ LOW E STAINLESS STEEL WHITE 8'-2" -- -- 220 2'-6" 8'-0" 1 3/4" HINGED SINGLE SC WOOD FLUSH -- WHIT 221 PR 2'-0" 8'-0" 1 1/4" SLIDING — DOUBLE SC WOOD FLUSH -- WHIT 222 2'-6" 8'-0" 1 3/8" POCKET — SINGLE SC WOOD FLUSH -- WHIT 223 2'-6" 8'-0" 1 3/4" HINGED — SINGLE SC WOOD FLUSH -- WHIT NOTES: KTERIOR WINDOW AND DOOR UNITS TO BE "FLORIDA CERTIFIED" AS MEETING PRESSURE ,AND IMPACT REQUIREMENTS PER FBC. ALL ND WINDOWS ARE TO BE IMPACT RESISTANT PER FBC. SEE STRUCTURAL ENGINEERING FOR DESIGN PRESSURES. OOR AND WINDOW SIZES ARE GENERIC AT THIS TIME. FURTHER COORDINATION WITH MASONRY AND WOOD FRAME OPENINGS WILL ,FTER WINDOWS ARE SELECTED. CROUPS OF WINDOWS MULLED TOGETHER SHOULD BE PROVIDED AS ONE PRE—ENGINEERD UNIT. N HTECTOSBORNE— 0 4' W E - 7072 1 6 3 2 B E A C H A V E N U E ATLANTIC BEACH, F L 0 R I DA S �n d' 26'-4V 3'-4V L 5-2" rh I I I I 1 :0 30 ed zLo1 I I OPEN m To R I I I CAVITY IHFE F_ I A5 IY1" WINDOW SCHEDULE— THIRD FLOOR _-- _ _co I I CN I ATERIAL GLAZING HARDWARE COLOR HEAD HEIGHT MANUFACT. MODEL REMARKS VINYL INSUL/ LOW E/ IMPACT STAINLESS STEEL WHITE 9'-4" -- -- — — — — — — — — — — — — DOOR SCHEDULE— THIRD FLOOR DOOR I ► I I I I STYLE MATL GLAZING COLOR HARDWARE SWING REMARKS MANUFACT. MODEL — DOUBLE — FULL LITE VINYL CLAD WOOD INSUL/ LOW E WHITE I STAINLESS STEEL LEFT -- -- -- I I I I 1 1 R UNITS TO BE "FLORIDA CERTIFIED" AS MEETING PRESSURE AND IMPACT REQUIREMENTS PER FBC. ALL WPACT RESISTANT PER FBC. SEE STRUCTURAL ENGINEERING FOR DESIGN PRESSURES. I I I I 1 j i RE GENERIC AT THIS TIME. FURTHER COORDINATION WITH MASONRY AND WOOD FRAME OPENINGS WILL TED. ED TOGETHER SHOULD BE PROVIDED AS ONE PRE--ENGINEERD UNIT. � m 'n 2X6 OUTLOOKERS d' 2X6 FASCIA 2X12 RAFTERS CUT TO 2X6 m m d, AS OUTLOOKERS SANDWICH 2X4 BLOCKING 2X10 COLLAR BEAN 2'-O" 2'-O" 2'-O" 4 2'-> 2" 4'-0" 4'-0" 4'-0" 4'-D" 4'-0" PS-O S-4"Fl II — ------------- I I II � II II II 1 II II 1 III ! 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FLOOR -------------------------------- TOWER FLOOR ------- TOP OF PLWD. FLOOR ---- +19-2 ¢ ---------------- - - --- --- --- --- ----- ----------------- +19-2 ---- SECOND FLOOR --- SECOND FLOOR OL TOP OF PLYWD. FLOOR _ _— - ------------------------------------------- --+13'-6 1/4 -- TOP OF PLYWD. FLOOR +13'-6 1 4 GUEST FLOOR GUEST FLOOR OL TOP OF PLYWD. FLOOR _ _ _—_ _—_ _ _—_ --------------------------------------- --- OLTOP OF PLYWD. FLOOR —_—_—_— +8'-10 1¢" CV cV FIRST FLOOR FIRSTL OL TOP OF CONC. FLOOR —_---_—_—_—_—_—_—_—_—_—_—_—_ —_—_—_— TOP OF CONC. FLOOR ENTRY HALL FLOOR ENTRY HALL FLOOR OL TOP OF CONC. FLOOR TOP OF CONC. FLOOR _ BUILDING SECTION 6 BU ----------------- B 9 ` TOWER FLOOR TOWER FL00 TOP F TE TOP OF PIjATE_— 1 1/2" ----------------------------------- --- ----------------.a---------------------------------------------- +26' 11 1/2" ) I +26 —t------ ----- � ------ -1 t � SECOND FLOOR SECOND FLOOR ---_—_ OLTOP OF PLATE -------------- - --------------- -------------- --- +22'-7 1/4" TOWER FLOOR • TOWER FLOOR —_---- —_ TOP OF PLWD. FLOOR t TOP OF PLWD. FLOOR — — -- _— i SECOND FLOOR SECOND FLOOR TOP OF PLYWD. FLOOR _ _—_—_—_—_—_—_—_---_—_—_—_—_—_—_—___ TOP OF PLYWD. FLOOR - ------ +13'-6 1/4" -- ----- - - / +13'-6 1/4- GUEST 4" i i GUEST FLOOR GUEST FLOOR TOP OF PLYWD. FLOOR —_—_—_ _—_ — _— __,_,__—_---_-- —_---_—_---_—_---_---_---_—_---_—_ TOP OF PLYWD. FLOOR ----- +8'-10 )1" --- - ------ --- - ------- +8'-10 X2" i FIRST FLOOR FIRST FLOOR TOP OF CONC. FLOOR _—_—_—_—_—_ _—_—_---_—_—_—_—_—_---___ TOP OF CONC. FLOOR ENTRY HALL FLOOR ENTRY HALL FLOOR TOP OF CONC. FLOOR TOP OF CONC. 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'SNOI1V301 SL HON3a1 30 AOIJ83AO 61 2L 6 l9� C L IX3 SI 13AVND 'HIO-13 N S3IdE[VJ Sn Ol iVn03 92 9L + CL - IQ .21 SnOnNI1NOO (INV inl IVHl 3A33IS ❑INI W801S 33Vd8nS NIV138 INV H18ON 30 3SV9 IV - 31I30ad 30(13 Q3WW3H 92 WnIV a31NIVd AdOIJV3 S8313V8 �2 1lOH 839(13-1 ([❑❑M '1'd LVId dOi XZ ([OOM 'I'd EZ 8VG30 IVINOZI80H VxI 22 Zl 'lIV13Q DNI80HONV dS NId31'd 80 dva33 1►Xib 12 m ��TT T TrI83HI WONJ r. 11 CAD NV m u 1T do 9NI3VdS IVOI183/� r l�I I 1 H O Q o CI )lVH SOIa31X3 IVOId ki TT �j - — - INI38 33VId Ni Q38nOd 02 H O Q o d a s(IAk0 d ❑3NI38 'SS3N>IOIHI 8O3 N NV3-13 83/ 0 CV SSVl3 61 IOIIV([NnD3 1V8n13n81S , IIIA HVIS 31383N❑3 .IF ISV3 H1IM 9NIA33a 9X2 8I '39([3 ([3WW3H 3AVH — - - - - - - - - - ----- - - - - - - - - - - a3H3IM([NVS 9NIHSVI3 - 3I1SVW 3D NOIiVOIIddV 9NI(1IIna 3❑ 33V3 do Li i 83dV1 ❑1 1nO S1SI❑f JOO8d831VM 83AO 13S �Z � ISV3 H1IM 9NIA33a 9X2 3NVdaW3W 3D0ad831VM 91 W NI AS 3-1I1 OIWV833 9 / 9 cZ - '8OI831NI IV HVIS S1 NVOIX3W ([3HSINI3-38d o L LZ IH 3H QInOHS 9NINGO-13 ' NH a3SVON3 80❑I3 ,CNV 3VW 80/QNd anis QDOM 4v1 DN3-38d 01 ([3(110 QNd tiZ , A IVNOIlI(1V81 0'81 A - -- �Z ISVH ([ODM IVNIWON 9XI E1 N CD LIM SUIS 9NIdOOS3131 8❑❑([ 80I831X3 'SHWV(" 'S([V3H NOIN31NI l-1V ' r #. iV 'dV9 NIHIIM 1NVIV3S 30 Af NIHIIM 01 3dV1 NI83H([V 3-13S 3D MIS — - - - - - - - -� - - - +� - - - DNVI.3 MO([NIM 11VISNI NIHIV3HS QMAld 83AO3 ION DQ '>13Aki 83([Nn N 8Z _ \ 8Z I 'dVD NIHIIM 1NVIUS 21 \ l l I 'MO([NIM 3D .If NIHIIM 8 M WI81 'Ala3dOad dVl £l f 8 I 3NVaHW3W DNI3a3H(1V V L D£ L 1 '9NIN3d0 MD([NIM OINI ❑£ 11 lIW 09 IV 3NV8HW3W 33VJ /M HSnl3 SI 01X2 13 IV 'SNOIIV(IN3WWO38 :M 311SOdWO3 80 I,INUA IQIS a3ddVl 30 W011OH T1 llV SN311VH 8Va33 VX1 � CD..IM SQn1S 01 93HOVllV 3HOVIiV ([DOMAId 3n19 Z Ot 1131NIVd 83AD CDNI([IS SNI SN311V9 8V([33 VXI ' Z` IIVM 39V8V0 NOI83INI woonQHs woon(IRG LZ IIVM nW3 Ol a3HOV11V m 1T � T '3NV8HW3W 3008d831VM 6 Q r7l rsvTAT 1l 3 Ol a3HOVIiV DNImani a31NIVd 83AO CDNI(IIS N H o d SNI SN3IIV9 8V([33 i►XI + nS 3([V89 M0139 (IBVOH - ,838n13d3nNVW 83d ISf I _ I([ HON383 01 1N3OVf(1V ! 1 831VM )LSdV3 '1VI831VW 1 OSt, W3NlnA S,OOW381 INV 80I831X3 IV SdO1S 8 AVNdS 02-8 H1IM IIVM inSd,lD .W 30 a3SOdWO3 IV (1Inall 3d111 .39092- 1 lOHS SdINIS 9NI88ni 13d U311VISNI 83H1V3M b LZ I a3ddVl 1N3W33 839I3 0Z N WES 31VN8311V SV 18 A IVNIWON .t. H1IM SZ N❑I1VinSNI WVO3 kVSdS 1X3 83AO 3NV8HW3W L 9 t A . 9 13d (1311VISNI 83H1V3M I a3ddVl 1N3W30 83HI3 I1Sd,lD .1 30 83AV-1 3N0 9 J - o o 10I39 33VdS 3lHV1I9VH 3IIIV 3008 DNI83(1N38 S Z Z IV (13([IA[]8d 9NI1N3A , I3M13H 9NIHO❑IH ([IIOS I aN31X3 DNIWV83 3008 b , - I❑Ol1nO 9X2 1nO HWnld f Id dI8([ 3AI103333 803 ([N3 S83AOO 9NIHSVI3 E L ([NV 33I. 3O dIa1S (1N3 NIHSVI3 dISCI WnNIWnIV - H1I/I\ NOI1VlnSNI W083 .V IV 'SN313Vd DNI-1I33 IIIA NOIivinSNI 83AOO ►3SV2-3.3H 3Sn 'WnWINIW 3 3NVHI38nAlOd AVddS 4WO038 S,a38n13V3nNVW ([3SOdX3 N3HM 1I.330S IHIV3HS ([OOAA-ld 3610 I 83/x❑ NOIIV(1N3WWO338 - 1 OIC .3O SISISNOO 3008 AWN w 12 - 3 12 1 g 8 MARK 1 5 ' 0 1 3 12 ' 3 4 - 3 27 . OWER 4 M A ROOM 5 11 34 7 N 6 cn • 7 r PORCH 21 0 i O 6 ' 8 O a , M 17 h ' m O 1 ww".,A a °° '+ I 'L _ 25 'In �' MASTE 10 inBEDRO M 11 1 28 6 6 I a GUEST 12 BEDROOM 13 - I 14 28 to o N 13 1 GUEST 12 E�2 ROOM 14 15 31 16 6 23 p 30 + 28 2'-t�' 13 17 14 13 10 14 N 18 '0 19 20 21 DEN n 23 25 28 22 1 32 32 23 24 $ 25 GARAGE F22] I > 26 v' • p v' • � 15 13 • GARAGE fu v , .p V .•O 'D v 19 v 27 C 0•p D 28 - 29 --- -- — 29 o 37 r N 30 - -I - 19 31 20 0uj 32 33 — — — — — -- — — — — — ." w D I �_ is ,) ��J �OLJ •G� - -_. - --- -___,_— I i-.- _I— i _.. _._.._ I --_-- - ---_-_ _ _._-. ___. �. '__�. Y f -- A co o�� v I I - • • e --- -- — j — — .•• — I II I — i- I --W _ H11 I i i I TECT COUCHLIN HOUSE— 0 1 ' 2' '072 1 6 3 2 B E A C H A V E N U E A T L A N T I C B E A C H, F L O R I D A Y LINE mJ Lu m T7_ Li m m W S R W 80 W cn A c/) cn ❑ ❑ OBAGE GARBAGE CA P. C P. I 0 • O (PGWP22ov 22ov �► GWP Q� Q2� M R GWP GWP I FDISH IRR17 t HER REFRIGERATOR r — — - — - - - I I I I I I I GE _ O a o WENS ENS OI ov `D -- -- 'A07 IL dft GWP Q I 5 LVS 5 SHL 1 ❑ F] ❑ - - - - - - - - -- - - - - 5 SHLVS I GWP / L - - - - - - - il I I L � I GWP Qp F" II ElLl ( ( - - - -- - GWP II I I i I I I II I II j ❑ ❑ � II i I FC El El ° ❑ 5 S LV5 II I I I - AFCI AFC I m 3 3 EGRiSS C) VANWW ❑ Ll ElI I HINGETOP BENCH ❑ ❑ �� GW GWP II II ❑ ❑ II - I II cr_ _:D ------------ —�------------_�---------- — - ------�----_�------_�------ 1:1 E c ------------- � — ---------- ------ ---- _ � ----- ---- ----- —HOSE BIB II II TOP OF FRONT DECK @ 28" ABOVE GRADE FIRST FLOOR ELECTRICAL PLAN 4 V,,•F 4 . , ELECTRICAL 0 ELECTRICAL DUPLEX 0 M 12 DUPLEX GF I 0 0 41 N loiDUPLEX �AF GFCI o I , OPEN DUPLEX U DUPLEX GF 0 I HVAC N� FLOOR OUT wP I wP AH " GWP E3 e —— JUNCTION LLJ F_ CAVITY RECI~ A-S7 r VESA-B WALL SWIT S II — — 3 WAY WA II ' r I TELEPHONE - - - ---- - CABLE TV 220 —— — I CABLE MO WP I I I I - RECESSED WATERPRO L I I T ID FLOOR ELECTRICAL PLAN D©WNLIGHT I I I I I l ?' G 1 7 1 I I I I ( INTERIOR L / I SURFACE I i INTERIOR II — WALL MTD all UNDER CA II II II I Gw� II II II II II II I I II II II EXHAUST F II I II II II II it II II II it It II II II II I I WP EXTERI WALL SCON II II II II II II II tl II I I I I II II II II II II II II II LANDSCAPE W/ LIGHT LOOR ELECTRICAL PLAN NOTE ,: AL ARE TYP MT NOTE ALI SWITCHES A MASTER BE DIMMABLE. NOTE 3: DI INSTALATION N "ECT - COUCHLIN HOUSE 0 4' 97z 1 6 3 2 B E A C H AV E N U E A T L A N T I C B E A C H, F L O R I D A S